The URL can be used to link to this page

Home My WebLink About42516-Z ��4��t1FfDt�oG Town of Southold 7/12/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39769 Date: 7/12/2018 THIS CERTIFIES that the building ACCESSORY Location of Property: 1085 Harbor Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-6-14 Subdivision: bled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2018 pursuant to which Building Permit No. 42516 dated 4/2/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accesso , storage building as applied for. The certificate is issued to Sterling Peter&Georgienne Irry Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u oriz Signature ��o�s ecoTOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • ®� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42516 Date: 4/2/2018 Permission is hereby granted to: Sterling Peter C Irry Trust 1085 Harbor Ln Cutchogue, NY 11935 To: construct an accessory building as applied for. At premises located at: 1085 Harbor Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-6-14 Pursuant to application dated 3/26/2018 and approved by the Building Inspector. To expire on 10/2/2019. Fees: ACCESSORY $311.20 CO -ACCESSORY BUILDING $50.00 Total: $361.20 Building Inspec Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL i 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1.---Final_sur_v_ey_of property with accurate location of all buildings,property lines,streets,and unusual natural or -------- ----------------------------------- topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 r 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: IDBJ S- H/,�*VfiO oq 44*QE- du��?q oe(LE Hamlet House No. Street Owner or Owners of Property: 11�tTEER R01) GE QCb/EA3NC-- 'S'?�2L(K36-y- Suffolk County Tax Map No 1000, Section ?7-0(2 q- Block Lot Subdivision Filed Map. Lot: Permit No. �1 D Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) q p Fee Submitted: $ �-- Applicant Signature I - • �oF souls o� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION JVJ FOUNDATION 1ST /�7•t��/ ROUGH PLRG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l 1 Q� DATE INSPECTOR *OF SOUIy # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ],916ULATION , [ ] FRAMING /STRAPPING FINAL � &f-/0V[ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: ►(�''� &7ftHdlk-k VA DATE INSPECTOR FIELD INSPECTION REPORT ATE COMMENTS FOUNDATION (1ST) a ow H -------------=---------------------- 'FOUNDATION(2ND) � 0 0 ROUGH FRAMING& ,y a PLUMBING INSULATION PER N.Y-. H STATE ENERGY",CODE FINAL ADDITIONAL COMMENTS b m z i O z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 119713f is of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 SOrvey South oldtownny.gov PERMIT NO._ ��,�� Check Septic Form N.Y.S.D.E.C., s ' C Application it Examined ,20 S1ngW-&-Separate Truss Identification Form Storm-Water Assessment Form QContact: Approved ,20 MAR 6 1-t�� Disapproved a/c 201 1085- MdBOA !Ao t�f,{TGfjlp6u� RT1,:..11) Ga IDE.t~T. Phone: Expiration ,20 OFSO Building Inspector APPLICATION FOR BUILDING PERMIT Date , 3--Zt6 — , 20 t8 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship-to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new.permit shall be required. APPLICATION IS HEREBY MADE to the-Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing,code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 10M Z4, C�c�ctl®6 UE (Mailing address of applicant) State whether applicant is caner lessee, agent, architect, engineer, general contractor, electrician, plumber or builder oto to EV_ Name of owner of premisesAJ �'o ED/26/E-0A)E AJ Co (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done- /09-5"- one:/D Z,AA),E7, Ail` . House Number Street Hamlet County Tax Map No. 1000 Section �'7—' ®(—/3/'Block,' r; Lot Subdivision ' Filed Map No. Lot 2. State existing use-and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy A1?G6:&S®P.�? 3. Nature of work (check which applicable): New Building ' 'on Alteration Repair Removal Demolition Other Wo r s �fC��, I'L-,a C__5_ (Description) Estimated Cost Fee \ (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars _ 7 <-Z"', If business, commercial or mixed occupancy, q' nature and extent ofgEAcgglC type of use. ,9., Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterationsh=ad'ditions:'Frbnt ' Rear Depth Height Number of Stories Dimensions of entire new construction: Front - Rear Depth Height Number of Stories' Size of lot: Front Rear Depth -Date of Purchase Name of Former Owner "' 1 Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOJ?!!::�' 13. Will lot be re-graded? YES NO1,-'Will excess fill be removed from premises? YES NO to' Names of Owner of premises P6'-1 12 e-49e6oEN�cfdress /ORS-1 Ort L4- Phone No.&I/ �3SL,�S19.5 Name of Architect Address No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �— *•IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.G. PERMITS MAY BE REQUIRED. .b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY 8E REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUff6] I� f r r I l being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin ntract)above named, (S)He is the U) P� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -Eh day of C(rCh 20 h?) TRACEY L. DWYER OtAVA NOTARY PUBLIC,STATE OF NEW YORK X NO.01 D Notary Pub i QUALIFIED IN SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30,2010- pi Scott A. Russell ,��° '� STOR IAWA\T]EIK SUPERVISORJ �T � z M[A\I�A\�G�]EM[]E�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 'I')E-3[lE ]FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ETA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ff B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ErC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[!f D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑fE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑YF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. I were o-onxe or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Fo�to the�Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contra tor,Other) S.C.T.M. #: 1000 Date: Distract NAME �� _�C 3 a40-l8 (P-1) Section Block Lot // 6Snalu(e �xk'F FOR BU[LDING DEP�'1RI'MENT LSE O)NLl' ' *` Contact Information. (p,1. 7. T �J elrp6one Ao Number) Reviewed By: Property Address / Location of Construction Work: — — — — — — — Date. 3_p2fp—/g— — — — — — — — — ro Qr HR,1'804�l ,/V 9c— Approved for processing Building Permit CJ�7 Stormwater Management Control Plan Not Required. �� 'V' ` ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) RM SMCP-TOS MAY 2014 i SURVEY OF PROPERTY AT CUTCHOG UE TOWN OF SO UTHOLb SUFFOLK COUNTY, N. Y, 1000-97-06-14 SCALE. 1"=50' s wO"� JAN. 31, 2005 B.�RON �'�,o DOCK & MPRY P :59,4. 39 OA F I.AWREN UTIL. POLE �9 OA- .50100 A- O1.50100` BRICK PATIO R DRWY 5�, P PSG q LL PIT }6 5 a `r "N SNEO 91 s 9 END FE 0.3'N COR. WOOD 100.d � P�apR 8� GPg � RET. WALL 0/L Iv1 f OW ALCONY 4Q MICHAEL 51Ns �— � GAVES 1 .p6 s' 14. 3�9.30 RW p RA n� C) G 0+ y R.o• '� UTIL POLE 0 le lie ov Gk -� G•L. R FORS Q ,56�•A6�()Cr* JONN p„ iHED � O� POLE Qt4/0/1 »�Dais co 4b I _ N. Y.S. LIC. NO. 49618 ANY ALTERATION Of;' ADDITION TO THIS SURVEY IS A VIOLA 77ONC l40 EYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 631 —5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS AREA = 48, 713 s .ft. t0 tie line HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 q SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 04—�®1 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 COPYRIGHT NOTICE: TH -LN7S, AJS7`�AT7 SE'DOCUM DES!GN FTY COUVrRY T OF COU14TRY ALL CG!lvlc�4 Ly,,'v, 'ITH ALL CODES OF A,_j,4j t�, 0� 4 j,C E�- 1 NC COIF;rR!GHT COMPLY r, 71AT 7iF P� & TOWN CODES P. NEW YORK STATE From The Workshops of tt- - ��Of TO l," PC :Z.I) S 07�7FR TVN AS REQUIRED Dcl L; '� C11- T;iE STAT-'_:- COUNTRY CARPENTERS , INC . 0=01 THESE DC�-_UV.7�FS AT7E N,�T D [�7 �F;'DDUC ED CR FERRED 4RA TRIAN":', - _iK" - _- F ED ........P� A,�D V C TO 4 F F OR TI IE: THE FULL Et, kr c; TliE U.W. 1;02 i V _rO TITS PLM IS Llyl=j TO T-iE CON:7RUCTICIN 41G INSPECTION Or THE ONE EUI DfNG S TWO REQUIRED PLJRCqkSE FiM COUNFIRY CARP6�,—LF�S G LAN FOR POURED CONCRETE 2. ROUCH - FRAMiNG & PLUV5IN'(3 3. INS1.1ATION 4. FII`!AL - CONSTRUCTION MUST BE coP,IPLETE FG,nl C.O. U. ALL CONSTRUCTION SHALL MEET TH[l ICY- OR Ira REQUIFREMENTS OF THE CODES OF NI - DD E IS U" L1AkT;:j'7"LJL YORK STATE. NOT RESPONSIBLE FOR i.j 0 1 i N k!A Pt 2 6 20113 DESIGN OR CONSTRUCTION ERRORS, r"IC A -B EAM 'BU k�";JIT HOUT CERTIr Kill J_ "F OCUUM" CY RETAIN STORM WATER RUNOFF TOIVN OF SOUMOLD PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 1-_F-4-===J_1- 7: LEFT ELEVATION SCALE: 1 /411 1 $011 u u FRONT ELEVATION SCALE: 1 /4" = 1 '0" COUNTRY CARPENTERS, INC. CARRIAGE HOUSE 24' FRONT 22' DEEP 8/12 PITCH ROOF FOR: PETER STERLING COPYRIGHT NOTICE: PAGE SCHEDULE o N67k,, 1085 HARBOR LANE THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY 0 CUTCHOGUE, NY. 11935 PH: (631 ) 734-5495 CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, 1 FRONT & LEFT ELEVATIONS "k, 4i�p A COMPUTER FILE #: 03-72-24—sterling01 CT.REGf 523020 DATE: 19 Mar 2018 STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. MA.REG. 130254 2 FOUNDATION PLAN 14. , I * I RI.REG. 21868 REVISED: THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, < SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN 3 FRONT & LEFT FRAMING DRAWN BY: (1) THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. COUNTRY CARPENTERS, INC. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED 4 REAR RIGHT ELEVATIONS & FRAMING PRE—CUT POST & BEAM BUILDINGS SCALE: AS SHOWN AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. 5 SECTION THRU 326 GILEAD STREET, HEBRON, CT 06248- 1347 DRAWING NUMBER: THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING (860) 228-2276 www.countrycarpenters.com PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. 6 CONNECTION DETAILS SEAL IS FOR STRUCTURAL 1 of 6 DESIGN ONLY USP FOUNDATION CONNECTORS ATTENTION FOUNDATION 8'' CONTINUOUS CONCRETE WALL CONTRACTOR: "PA 18" *CALL BEFORE YOU DIG! *CHECK WITH OWNER TO CONFIRM PROPER TYPICAL PLACEMENT AT ORIENTATION OF ALL MAIN POST LOCATIONS: BUILDING. - 3" IN FROM CORNERS *CALL LOCAL BUILDING - OR CENTERED ON POSTS OFFICIAL TO VERIFY - AS SHOWN. PROPER FOOTING DEPTH. 1 " SIDING — *CALL LOCAL BUILDING OFFICIAL FOR PIER OR POST FOOTING INSPECTION PA18 24'011 O.A. BEFORE ANY CONCRETE PURLIN ANCHOR P.T. SILL IS POURED. 12'011 Lv 12'0" *TOP OF WALL TO �-- --AV" NOTE: FINISH FLOOR HEIGHT CRITICAL TO PROPER TOP OF WALL I FIT OF STAIRS WHEN 10 11 L 8" ABOVE APPLICABLE. GRADE o a FIN FLR. - ------- ------- ------- ------- ----- 4 CONCRETE FLOOR —� *TYPICAL FOUNDATION I - DESIGN - - - SPECS CONCRETE FLOOR SHOWS= I I I LOCATIONS6POST ABOVE I 3500 PSI PITCHED Z o \10MM"I 1/8 PER FOOT. E o l P 8" COMPACTED I I I I — CONCRETE WALLS w GRAVEL I I , 3000 PSI. m z I z a p r.' i 8" CONTINUOUS I i _ *REFER TO SECTION CONCR—� E WALL ON PAGE FOR p (1) #5 REBAR 12" FROM I 20"00" CONTIN CONTINUOUS FOUNDAT ONDTIONAD'ETAILSL O Q p o TOP OF WALL, CENTERED s I FOOTING TO HARD FIRM (2) #5 REBAR 3" FROM I <: I UNDISTURBED EARTH J C) v BOTTOM OF FOOTING, —I E:w ° 1-1/2" FROM SIDES JLi-a ( a I QOp C) • • I L I SHOWS 4x6 POST I Q = ° ° ' — LOCATION ABOVE W ' 1 4" CONCRETE FLOOR WITH 20" J N j 6x6 WELDED WIRE REINFORCING O I i I I NOTE: FOUNDATION DESIGN I i BASED ON SOIL BEARING I CAPACITY OF 2500 P.S.F. p _ 11FA3„ : I 1 j SHOWS 6x6 POST FA3 FOUNDATION CONNECTOR I LOCATIONS ABOVE , TYPICAL PLACEMENT LOCATIONS: L------ DOOR -- ----------- DOOR OPENING - I - 2" FROM DOOR DROPS AND — DROP WALL 12" ROP WALL 12' ;;;:...-:`: .:,..; %le lie - AT MAX. OF 5' DISTANCE ALONG PERIMETER WALL 12'0'1 9'0" 7'6" 3'6" 12'0',' 1 " SIDING FA3 POST 12'0" I 12'0" MUDSILL P.T. SILL ANCHOR 24'0" O.A. NOTE: TOP OF W 10" L 8" ABOVE ALL GRADE o FI4—FLR. FOUNDATION PLAN SCALE: 1 /4" = 1 '0" �4" CONCRETE FLOOR � 7 • � FRONT Z�-w acro i P 8" COMPACTED UJ m>z z GRAVEL O�__ p � t.�►�y0QU J O � TOP OF WALL, CENTERED O g L'- 00 4 (2) #5 REBAR 3" FROM COPYRIGHT NOTICE: r o J C)0_ v BOTTOM OF FOOTING, THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY c+ J�EL <00 LL 1-1/2" FROM SIDES CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY rmn _ u ° CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, I STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. �r U 0ry p THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, ��/ 665 ' SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS QiC A i 7 0 0 I INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THANti�l�t' THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE a a •° �� PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO SEAL IS FOR STRUCTURAL THE FULL EXTENT OF THE LAW. DESIGN ONLY 20 THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING ------- PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAGE ALL MAIN POSTS, BEAMS & JOISTS GRADED #1 &/ OR #2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED #2 S-P-F UNLESS OTHERWISE NOTED. 2x10 RIDGE 12 8F— RAFTER ® �6 PADDING 3x4 GIRTS \ ' V) \ O 3" FACE i i' m f� 4x6 NAILER 0 c0 BRACE EXTENSION NP311 3"x11" STEEL CUT ON SITE PLATES APPLIED TO OUTSIDE OF FRAME BEFORE SIDING! 20" 3x4 2'8" 6x8 BEAM _fi — BRACE NI C4 N 0o0,10'3" 10'3" 3x4 GIRTS ® TRIPLE RAFTERS, DOUBLE COLLAR-TIES 3" FACE N & BRACE AT ALL FRONT POST �- 0 LOCATIONS OTHER THAN CORNERS. 34" 3x4 °'I a CL // CL BRACES NI X\ P.T. SILL TRIPLE 2x8 RAFTERS 200 RIDGE ® 24'0" 7,611 I 1 1 ,211 I 3,411 J 2x8 RAFTERS 16" 0.C. LEFT FRAMING SCALE: 1 /4" = 1 '0" OUB E 2x RAFTER "OL -TI S PADDING VIEW FROM OUTSIDE CH IDE 2x8 6x8 BEAM MAX. SPAN FIGURED 9'0" COLLAR 32" O.C. BRACE EXTENSIONS" CUTE SITE 3x4 HEADER HTP37-TZ 3"x7" STEEL 20" 3x4 3x6 HEADER N PLATES APPLIED TO OUTSIDE BRACE 2'8" 3'6" � OF FRAME BEFORE SIDING! N rnl N v N YO 1'3" — 6" 6'0" I v 1'3" p — ' C0 iii34" 3x4 �1 M r.o N BRACES N —J 9'0" ^ N I �`-------------- I 20" 3x4 P.T. SILL , BRACE L--%k---FINISH FLOOR-------1 L_%k—FIN. FLRJ I, 1 5'1 11 I 8'1 1 11 J C� ---------------, i NOTE: FRONT FRAMING SCALE: 1 /4" = 1 '0" FOR CONNECTION DETAILS ' I SEE PAGE 6. � ----------------- VIEW FROM OUTSIDE 0 Aj 7y co COPYRIGHT NOTICE: '- z m THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY _', U, CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY ti CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. 665 THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO DESIGN ONLY THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PAG PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. E 3 ALL MAIN POSTS, BEAMS & JOISTS GRADED #1 &/ OR #2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED #2 S-P-F UNLESS OTHERWISE NOTED. TRIPLE RAFTERS, DOUBLE COLLAR–TIES & BRACE AT ALL FRONT POST LOCATIONS OTHER THAN CORNERS. 2x10 RIDGE ® 24'0" TRIPLE 2x8 RAFTERS 200 RIDGE RAFTER \ 12 PADDING ��' 2x8 8 RAFTER " PADDING U 0F'QS® 2x8 3x4 GIRTS w is RAFTERS DO BLE 2x8 3" FACE J 0 16" O.C. CO 'LAR TIES EA H SI E COLLAR- 46 NAILER 46 NAILER _ BRACE EXTENSIONS " " TIES CUT ON SITE PLA ES A PLIE TO UTSI E 32" O.C. _5 1_ _ OF 'SRAM BE RE (DING! 20" 3x4 6x8 BEAM6x8 BEAM MAX. SPAN FIGURED 9'6" N - BRACES _ ^ a —NP311 3"x11" STEEL ® I &4 - PLATES APPLIED TO OUTSIDE 6x6 POST 6x6 POST 34" 3x4 N 2'4" I 2'4" 10'3" 3x4 GIRTS OF FRAME BEFORE SIDING! ® 4'8" ® 4'8" BRACES 0 3" FACE ® 11'3 3x4 GIRTS 11'3" co �� N 3" FACE _ , 0 34" 3x4 °°I 34" 3x4 BRACES co BRACES N. x co P.T. SILL P.T. SILL 14'611 I 7,6�� J REAR FRAMING SCALE: 1 /4" = 1 '0" RIGHT FRAMING SCALE: 1 /4" = 1 '0" VIEW FROM OUTSIDE VIEW FROM OUTSIDE "�—I— FITTEr E® RIGHT ELEVATION SCALE: 1 /4" = 1 '0" O RR'�t" `0 aZ COPYRIGHT NOTICE: z THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY _ < I ]y E CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY REAR ELEVATION SCALE: 1 /411 - 1 '011 0'' w' CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. ti THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, NOTE; VERY IMPORTANT, 665 SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS K.D. KILN DRIED SIDING, TRIM, LOFT DECKING, INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE & ROOF BOARDS MUST BE PROTECTED FROM PROTECTED BY THE COPYRIGHT LAWS of THE UNITED STATES. ABSORBING MOISTURE ON THE CONSTRUCTION THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED r , SEAL IS FOR STRUCTURAL TAND HE ANYFULVIOLATION TENT OFF T ILSpCOPYRIGHT WILL BE PROSECUTED TO TO PROTECT FROM GROUND MOISTURE & RAIN. i NOTE: I DESIGN ONLY WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE, FOR CONNECTION DETAILS ' THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING UNTIL READY TO USE. PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. SEE PAGE 6. PAG E 4 STRUCTURAL DESIGN DATA ALL MAIN POSTS, BEAMS & JOISTS PER 2015 IRC: GRADED #1 &/ OR #2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED TRIPLE pRO *WIND LOAD 130 MPH #2 S-P-F UNLESS OTHERWISE NOTED. O 2x8 RAFTER *ROOF LOAD 55#PSF DOUBLE 1�6 2x8 COLLAR-TIES *GROUND SNOW -- - LOAD 20#PSF 4-1/2"x4-1/2"x48" -- -- ---- , I BRACE *SEISMIC CAT. B ._--__- ______ __�I__- J1� \ \ I I I \ \ I I UPPER SIDING OVERLAY§ LOWER SIDING e0 I I }-- I I I II I I I II II I I DETAIL SHOWING HOW 90 DEGREE ANGLE RAKE BOARD OVERLAPS FROM ROOF REAR TRIM & FACIA ASPHALT / FIBERGLASS SHINGLES ; NOTE: LOWER GABLE I II SIDING EXTENDS FORWARD TRIPLE RAFTER, COLLAR-TIE & BRACE OWNER. TO CREATE HOOD LOOK INSTST ALLED PER MANUFACTURERS DETAIL SPECIFICATIONS. 200 RIDGE DETAIL SHOWING HOW RAKE BOARD OVERLAPS FRONT TRIM, 15 Ib. FELT PAPER FACIA, & SOFFIT BOARDS BY OWNER 1x6 ROOF SHEATHING ROUGH SIDE OUT 12 ��O 81 SQP� 2x8 GABLE TO GABLE 16 OG STIFFENER, NAILED TO EACH COLLAR-TIE 2x8 COLLAR-TIES 32" O.C. `� `� WOOD SHINGLE 1x2 TRIM METAL UNDER-COURSE R DRIP Q TRIPLE RAFTERS, DOUBLE I BY OWNER O COLLAR-TIES & BRACE AT ALL 6x8 BEAM FRONT POST LOCATIONS OTHER ( 1 x2 TRIM THAN CORNERS i 4-1/2"x4-1/2" 48" BRACE 1x6 FACIA LQ 6x8 BEAM I 1 x6 SOFFIT BOARDS 6x6 POST ® 4'8" N I 6x6 POST ® 7'2" 1' EASTERN WHITE PINE I ( PREMIUM GRADE SIDING �- 1x8 & 100 SHIPLAP 22'0" 00I ROUGH SIDE OUT - ---------------------------- - ------ ---------- - USP PA18 2x8 P.T. SILL I TOP OF WALL TO7I' - 10" FINISH FLOOR 8" GRADE IN e < v a . a FINISH FvLOORZ a e a4" CONCRETE FLOOR WITH 6x6 WIRE REINFORCING° a v a ° a o a a GRADE a L 8" COMPACTED GRAVEL L OR SIMILAR SUITABLE (1) #5 REBAR 12" FROM ' MATERIAL ° TOP OF WALL, CENTERED D � Z_ 8" CONTINUOUS 00 CONCRETE WALL ON - 4 20"00" CONTINUOUS n (2) #5 REBAR 3" FROM BOTTOM FOOTING TO HARD FIRM OF FOOTING, 1-1/2" FROM SIDES �I, UNDISTURBED EARTH P oll 1O a e1 ATTENTION: CHECK WITH LOCAL BUILDING OFFICIAL NOTE; FOUNDATION DESIGN FOR PROPER FOOTING DEPTH! 20�� BASED ON SOIL BEARING 20" CAPACITY OF 2500 P.S.F. SECTION TH R U SCALE: 3/811 = 1 loll �0 y o COPYRIGHT NOTICE: o THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY FLOOR TYPICALLY PITCHED c' 4 CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY 1/$" PER FOOT. CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. T THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN CONCRETE FLOOR3500 PSI THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNI TEP STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED r , SEAL IS FOR STRUCTURAL TME ANY VIOLATION FULL OF THIS COPYRIGHT WILL BE PROSECUTED TO CONCRETE WALLS i NOTE: THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING i 3000 PSI i FOR CONNECTION DETAILS DESIGN ONLY PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. SEE PAGE 6. I----------------- PAGE 5 VIEW OF GABLE END USP MSTA21 RAFTER TO RAFTER STRAPS INSTALLED EVERY OTHER RAFTER AND qD VIEW FROM OUTSIDE NAILED WITH 8-10d COMMON NAILS EACH SIDE SPACE BETWEEN GABLE RAFTER ROGE AND SHOULDER OF GABLE POST VARY DUE TO LEVELNESS OF FOUNDATION. ' • COLLAR-TIE TO RAFTER NAIL AS SHOWN • USE MINIMUM OF 6-12d NAILS TO NAIL TO RAFTER OO\�G �� A WITH 12d NAILS. GABLE POST i AND MINIMUM OF 3-12d NAILS TO NAIL TO BEAM. �4z- QP , R �P �O�N OPPOSIING 5-12d NAILS TO RAFTER �R FTER USP RT7A HURRICANE TIES �� WIOH RAFTERSFLUSH F RIDGE 3X4 NAILER �F INSTALLED EVERY RAFTER �� Q' R,TIE V�IITH Pq R N8—GC 08 NX USING USP � � C�L� DING . COMMON NAILS. a� RAFTER TO BEAM Q 6-12d NAILS l NAI I-ER753 EAM �r � �_ �-�- \ ��•, � . • . Noy M F�S�' r RSO- of e R ., REAR B POST ' � � � • ' USP RT7A HURRICANE TIES •• INSTALLED EVERY RAFTER BEAM TO POST ��' N8—GC 8d x 1-1/2" (AS SHOWN) USING 10 USP MINIMUM OF 6-5" POLE COMMON NAILS. BARN NAILS AS SHOWN DRAWING REPRESENTS GENERIC USP PA18 ANCHOR —OR— USP FA3 ANCHOR VIEW OF A STANDARD SALTBOX CARRIAGE HOUSESEE COLOR—CODED PLAN FOR BEAMS AND G I RTS SPECIFIC FRAMING. NAILED WELL WITH NAILED WELL WITH 12-16d COMMON NAILS 6-10d x 1-1/2" NAILS TO POSTS \� " USE 9-5" POLE BARN NAILS USE 6-5" POLE USP HTP37—TZ BARN NAILS EANI NAILING PLATES 8C 5T USE 20-10d NAILS NAIL WITH 3-16d USP NP311 NAILING NAILS EACH END. NAILING PLATE USE 1 .a 12-8d COMMON NAILS PC 51 L COMMON BE ow BRACE NAIL WER FRAMING NAILS. s� NAI SNOOWN Will 0G� - TACK SILL TOGETHER USING 12d GALVANIZED BOX NAILS. . • °F ' • `� E�'�4'yam COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY �" • �' CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. cn ��A�. 8(>, �C? THE PURCHASER/OWNER ACKNOWLEDGES THAT THE ILANS, _ SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRI CARPENTERS INCORPORATED, ARE NOT TO BE USED BY ANY PERSOVS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITEDSTATES. VIEW FROM OUTSIDE THESE DOCUMENTS ARE NOT TO BE REPRODUCED OF TRANSFERRED , AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PR)SECUTED TO _ SEAL IS FOR STRUCTURAL DESIGN ONLY THE FULL EXTENT OF THE LAW. THIS PLAN IS LIMITED TO THE CONSTRUCTION OF TFE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. L EG E.1, L) - ___-- 1 XL-L5 TD BE P-EMOVO.D i - EX 1 ST_I QG WA LLS, ._ EXtSTi�� Rc, FOL o',:), WCs,L!_,S, S NOTED Air II0 .- + , i s 'SATE: (2• \_;__I�k B �'.#��..��'� HALL _F ...��t�`� � _` �cfi r"'Tlr i -r!*; =' , ";"ENT AT :• .. i65 i C2 L!.iw" i'.j Gr",,, FOR THE r , c FOLLO'v^,'iNG i ;dc - - 3-I„ - -. d- - FLoop- 1. FOUNDATION TWO REQUIRED s, _ STaf, -I:1?M�1JTlf� FOR CO;,,,RETE =VVG_k-wl -t)v0�l�l�t�_ 7 2 ROU-01H POURED FRAMING IMG & PLUMS -. ®_ _ .. : - �2�DE - ° ---- - — -- - - 3. INSIULATION BOT"-roti or au�T. � 4. FINAL COP;"``+.`l)CT!ON MUST u, 3E COMPLETE FORC.O. ' a `a ALL CONSTRUCTION SHALL INIEET THE P_4(x E � OF THE CODES OF NEW 6i 14.&LL REQUIREMENT"" ,. C">v 6" ACQ, EGri?�55 r I 0' r YORK STATE. NOT RESPONSIBLE FOR Wt7'� `D DESIGN OR CONSTRUCTION ERRORS. -- a�,s� Ti�STALL L�'bDft?- 7Q-W1UDt�w-1d CLL. _-- , ,, ,n,�t � LADDEP ,.OP- �urJ�S -SKl�til::_ 1bY _` .-- al _IQs(DE wIDTK flr fJ�1 > �x� I2 II�Ck( _ , ' A ,SHALL P-g6.01- HOT-DESS T74AJ 3"n.fUtr.Sr - W y l � � tj0� Poti1 C k)[ LI -SHA-U, BE SPA�I1 s :r _ !t�f:r�� F �Frt c -!i -:r�o�e •n�c�--Is'o!� c�I �r� - �.� A-_ �-�-� �'-' = aired- 3 - Be'fie R q �2TItJ �.i�{y, CailI'ry,yu .1EI�r�fT t ? �.._i;rjl tt �o�f r1 L j�! `}1 LI D ' `-------- - ----------- i I . � G1LG- (• ��ixrUl� �` 51.1 rT"G�. I f SU? � I >✓XTGr, I - 200 C�tG, " PELOGF?T{s RE LAGt"G ��,1;, �..Et��'{"� 51..E rrc�t ,�► � .-� I f to 1 ' 1 '. ---------- Rao-,i E 37g„ c•1 I --�---1 -- -- - -- - i^1 to I✓ I _`_I—_- � i — ------- I u i UTI L.I T'' P-00H I _ ` NV i 31 s, ' , I � ��r I I 1 �Oi�C� i �'�� ll`'; �.Y.TCr. ��PjC�E-t�',.T? I \- f .��i�G-F-� 1 �ON !" 1✓1�� sT ` I _ XiST1i.1G ►�INbO�� OIL FILED. DIS LFk!/, / I j 7- 10 CLCr. I-{EI&- ' r - TO P-;:-V,t,I tJ - 1 1 ! i iZo)0T&' 1 TIL.E. FL-OOP a HO N27Lk, -GILL ILL. -N sY E- _E?STCT. kI(1:ID0W WELL- ! ) ! LfIJ�_ oF DucrrJOP_k IAJ ID-rH To BF- 3 Vii,. TO P_ R — 1�] O - -I cy- FLP DRAW I HE.&T DETEGTO`t, I GLC;,PF_IG�I"- - -- sn Jco Czw' - CVL-t A P T 14,L PLA Q -- ELF G-5 2_i Gf�.l..-, Q = _ i _ ►5' .-g`:1b' LIr�E of DuGTv.Ia1a_k. 2 ' 3. Ca B 1 LISTED f%2" El - }jT U�TEGTO F` T `- : f� Qaf� HA IDL 1 1 q - D00P_ G PSFQ � �'i /4Q 7, L 3 M al ,bO tl - f LIrJE, of Docl-wok-l'- II -0 3k; Ir `•, - — —li -- - - — 1T IS AVIOLATION OFTHE — 71,9 3l�' LAW FOR ANY PERSON, UNLE� ACTING UNDERTHE GYV! I = ,'k DIRECTION OF A LICENSED d, TO ALTER ANY ARCHITECT, � 4TEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED \r}— r i^ GAP 4,C E kdOTED,SEALED,AND t +DESCR►I3ED IN ACCORDANCE �+JTH THE LAW, I! • C 1 UP 2 -6 14 Z g' 1-- L $A5r_ME:1JT. N a 1 Iaya �ILAL'ir- Y'rar, Sty sv_8obr� qt r,rr' �T,4I V1J 1SrFLP_, T 5A -McOr � O - res tl e IJ FL00P,__ PL � 1, 2 7 3 SCS FT-_- --F' J ISH F spy c �� ' a Lu a O 67 r� z As - B u L_T BADE M E WT Fo R MP-, M P.S . D. TH D P.�I TO Q a- 4-205 8 ., kwATEP Rom M-&T7rYucy.', N.\, II952 S, C. 7 )COO - ) DC - 03 - 01 sSUL_E %q-" - 1 -0" zAT'P- : i7'�AUGU5T, 2017